Field Behavior of Residual Stresses on Rock Socketed Drilled Shafts
نویسندگان
چکیده
منابع مشابه
Service limit state resistance factors for drilled shafts
The analysis of bored piles, or drilled shafts, at the service limit state is important when foundation settlements are critical to the operation of a structure. The t–z method is a widely used soil–structure interaction model for the analysis of drilled shaft settlement. In current practice, nominal values of soil stiffness and strength parameters are used to determine settlement based upon th...
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ژورنال
عنوان ژورنال: Journal of the Korean Geotechnical Society
سال: 2011
ISSN: 1229-2427
DOI: 10.7843/kgs.2011.27.2.035